AISC A342 2022
$42.25
ANSI/AISC 342-22 – Seismic Provisions for Evaluation and Retrofit of Existing Structural Steel Buildings
Published By | Publication Date | Number of Pages |
AISC | 2022 | 276 |
None
PDF Catalog
PDF Pages | PDF Title |
---|---|
1 | ANSI/AISC 342-22: Seismic Provisions for Evaluation and Retrofit of Existing Structural Steel Buildings |
3 | Title Page |
4 | Copyright |
5 | Preface |
7 | Table of Contents |
19 | Symbols |
27 | Glossary |
31 | Abbreviations |
33 | Chapter A – General Provisions A1. Scope |
34 | A2. Referenced Specifications, Codes, and Standards |
35 | A3. General Requirements A4. Document Review and Condition Assessment |
38 | A5. Material Properties |
46 | A6. Subassembly Tests |
47 | Chapter B – General Requirements of Components B1. General |
48 | B2. Component Stiffness, Strength, and Permissible Performance Parameters |
50 | B3. Retrofit Measures |
52 | Chapter C – Component Properties and Requirements |
53 | C1. General |
54 | C2. Beams |
61 | C3. Members Subjected to Axial or Combined Loading |
84 | C4. Panel Zones |
88 | C5. Beam and Column Connections |
121 | C6. Steel Plate Used as Shear Walls |
124 | C7. Braced Frame Connections |
133 | Chapter D – Structural Steel Moment Frames D1. General D2. Stiffness |
134 | D3. Strength D4. Permissible Performance Parameters |
135 | D5. Retrofit Measures |
136 | Chapter E – Structural Steel Braced Frame and Steel Plate Shear Wall Requirements E1. Concentrically Braced Frames (CBF) |
139 | E2. Eccentrically Braced Frames (EBF) |
141 | E3. Buckling-Restrained Braced Frames (BRBF) |
144 | E4. Steel Plate Shear Walls |
147 | Chapter F – Structural Steel Frames with Infills F1. General F2. Retrofit Measures |
148 | Chapter G – Diaphragms G1. Bare Steel Deck Diaphragms |
152 | G2. Steel Deck Diaphragms with Reinforced Concrete Structural Topping |
154 | G3. Steel Deck Diaphragms with Unreinforced Structural Concrete Topping or Lightweight Insulating Concrete |
158 | G4. Horizontal Steel Truss Diaphragms |
159 | G5. Archaic Diaphragms—Shallow Brick Arches Spanning Between Structural Steel Floor Beams |
160 | G6. Chord and Collector Elements |
162 | Chapter H – Structural Steel Pile Foundations H1. General H2. Stiffness H3. Strength H4. Permissible Performance Parameters H5. Retrofit Measures |
163 | Chapter I – Cast and Wrought Iron I1. General I2. Stiffness I3. Strength |
164 | I4. Permissible Performance Parameters |
165 | I5. Retrofit Measures |
167 | Commentary |
168 | Commentary Symbols |
170 | Chapter A – General Provisions |
186 | Chapter B – General Requirements of Components |
195 | Chapter C – Component Properties and Requirements |
233 | Chapter D – Structural Steel Moment Frames |
242 | Chapter E – Structural Steel Braced Frame and Steel Plate Shear Wall Requirements |
254 | Chapter F – Structural Steel Frames with Infills |
255 | Chapter G – Diaphragms |
262 | Chapter H – Structural Steel Pile Foundations |
263 | Chapter I – Cast and Wrought Iron |
265 | References |